Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
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5.5 Acceptance as to Hydrostatic Properties—Pipe shall be
This specification is under the jurisdiction of ASTM Committee C13 on
Concrete Pipe and is the direct responsibility of Subcommittee C13.01 on acceptable under the hydrostatic test when they have met the
Non-Reinforced Concrete Sewer, Drain and Irrigation Pipe. requirements as prescribed in 10.6.
Current edition approved Sept. 1, 2011. Published October 2011. Originally
approved in 1980. Last previous edition approved in 2007 as C14M – 07. DOI: 6. Materials
10.1520/C0014M-11.
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or 6.1 Concrete—The concrete shall consist of cementitious
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM materials, mineral aggregates, and water.
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 6.2 Cementitious Materials:
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6.2.1 Cement—Cement shall conform to the requirements the value shown, except as affected by the tolerance herein
for portland cement of Specification C150 or shall be portland specified and by the provision for modified design.
blast-furnace slag cement, or slag modified portland cement, or 7.2 Modified or Special Design—Manufacturers shall sub-
portland-pozzolan cement conforming to the requirements of mit to the owner for approval, prior to manufacture, wall
Specification C595, except that the pozzolan constitutient in thicknesses other than those shown in Table 1. Such pipe shall
the Type IP portland-pozzolan cement shall be fly ash. meet all of the physical requirements listed in Section 10 that
6.2.2 Fly Ash—Fly ash shall conform to the requirements of are specified by the owner.
Specification C618, Class F or Class C.
6.2.3 Ground Granulated Blast Furnace Slag (GGBFS)— 8. Joints
GGBFS shall conform to the requirements of Grade 100 or 120
of Specification C989. 8.1 The joints shall be of such design and the ends of the
6.2.4 Allowable Combinations of Cementitious Materials— concrete pipe sections so formed, that the pipe can be laid
The combination of cementitious materials used in the concrete together to make a continuous line of pipe compatible with the
shall be one of the following: permissible variations given in Section 11.
6.2.4.1 Portland cement only,
6.2.4.2 Portland blast furnace slag cement only, 9. Manufacture
6.2.4.3 Slag modified portland cement only, 9.1 Mixture—The aggregates shall be sized, graded, propor-
6.2.4.4 Portland pozzolan cement only, tioned, and mixed with such proportions of cementitious
6.2.4.5 A combination of portland cement and fly ash, materials and water as will produce a homogeneous concrete
6.2.4.6 A combination of portland cement and ground mixture of such quality that the pipe will conform to the test
granulated blast-furnace slag, or and design requirements of this specification. All concrete shall
6.2.4.7 A combination of portland cement, fly ash (not to have a water-cementitious materials ratio not exceeding 0.53
exceed 25 % of the total cementitious weight) and ground by weight. Cementitious materials shall be as specified in 6.2
granulated blast furnace slag (not to exceed 25 % of the total and shall be added to the mix in a proportion not less than 280
cementitious weight). kg/m3 unless mix designs with a lower cementitious materials
6.3 Aggregates—Aggregates shall conform to Specification content demonstrate that the quality and performance of the
C33, except that the requirement for gradation shall not apply. pipe meet the requirements of this specification.
6.4 Admixtures and Blends—Owner is not prohibited from 9.2 Curing—Pipe shall be subjected to any one of the
obtaining the record of mix design used. methods of curing described in 9.2.1 through 9.2.4 or to any
other method or combination of methods approved by the
6.5 Synthetic Fibers—Collated fibrillated virgin polypropyl- owner that will give satisfactory results. The pipe shall be
ene fibers are permitted in concrete pipe as a nonstructural adequately cured to obtain the strength properties as prescribed
manufacturing material. Only Type III synthetic fibers de- in 5.2.
signed and manufactured specifically for use in concrete and 9.2.1 Steam Curing—Pipe shall be placed in a curing
conforming to the requirements of Specification C1116 shall be chamber, free from outside drafts, and cured in a moist
accepted. atmosphere maintained by the injection of steam for such time
and such temperature as needed to enable the pipe to meet the
7. Design strength requirements. The curing chamber shall be so con-
7.1 Design Tables—Design requirements shall be in accor- structed as to allow full circulation of steam around the entire
dance with Table 1. Wall thickness used shall be not less than pipe.
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